| 1. | Abstract : in the past , the study on slope deformation and destruction only involves plane moving slope , while the plane rotary motion is seldom studied
文摘:以往研究斜坡变形、破坏，仅指平动坡体，而对于坡体的平面旋转问题，则研究甚少。 |
| 2. | When a slope deformation is limited not only by bottom slide plane but also by lateral slide planes , the calculated stability coefficient by using a two - dimension model is usually lower than the actual situation
摘要当边坡的变形不仅受底部边界约束而比还受侧限作用时，其稳定性计算按平面问题简化常存在较大的误差。 |
| 3. | If the middle - below slope loses stability , the above slope will produce stress looseness and regulation , and bring slope deformation to top extending . it loses stability in tractive slippage model
在中下部滑体失稳后，上部滑体一定范围内将产生应力松弛和调整，引起滑体变形向上扩展延伸，表现为牵引式滑移失稳模式。 |
| 4. | In this paper , according to the typical example of deformation and destruction on slope with plane rotary motion , the characteristics of slope deformation , destruction , their relations and differences and criterion to judge stages of slope deformation and destruction are studied
本文根据坡体平面旋转变形破坏的典例，讨论其变形、破坏的特点、关系与区别，以及坡体变形、破坏阶段的判断。 |
| 5. | In this paper , nonlinear theory and methods are used to study the predicting methods of slope deformation destruction . the formulations of relative dimension da and kolmogorov entropy k2 , which reflect the dynamic characteristics of slope system , are obtained
运用非线性科学理论和方法，对边坡变形破坏预测方法进行了研究，得出了反映边坡系统动态特性的关联维数d2和kolmogorov熵k2的计算公式。 |
| 6. | It is a rather well - known fact that bank - slope deformation and failure result from the coupling of earth ' s endogenic and exogenic geological processes , in which different dynamic - force factor has a different correlation to the evolution of bank - slope
摘要河谷岸坡的变形与破坏是地球内外动力耦合作用的结果，并且每一种动力地质作用对于岸坡变形失稳的贡献程度不同，造成岸坡变形破坏频率和规模的空间差异。 |
| 7. | On the basis of the geomechanical model for slope deformation and destruction , the developmental process of this landfall is divided into four stages , which are valley - side margin ripping , margin slope creeping , the short slip belt being formed and pierced , and the landfall befallen
通过宅基边坡伤亡性黄土崩塌变形破坏的地质力学模式分析，将此类崩塌分为斜坡谷缘拉裂?谷缘坡体蠕动?短滑带形成并贯通?崩塌土体剪出4个阶段。 |
| 8. | Abstract : in this paper , the authors analyse the formation mechanism of yankou landslide by studying its engineering geological environmental conditions and developing character , perform simulation analysis on the stress field , displacement field and displacement rate of yankou slope deformation by flac ( fast laganragri analysis of continum ) for checking the " conceptual model " , and conduct the stability evaluation
文摘:通过对岩口滑坡工程地质环境条件及滑坡发育特征研究，分析滑坡的形成机制，并用拉格郎日差分法对斜坡变形破坏的应力场、位移场及位移速度特征进行模拟分析，从而验证滑坡形成机制的正确性，并在此基础上进行稳定性计算与评价。 |
| 9. | The results of the mathematic models have not only verified the results of the field observation but also discovered that the worst situation occurred when cargos were placed only on the stacking yards behind the wharfs , which was the main cause for shore - slope deformation and the relative displacement of bearing platforms of the wharfs
数模计算结果除验证了原型观测的结果以外，还发现仅在后方堆场堆载工况为最危险情况，是造成岸坡变形和后方承台构件相对错位的主要原因。 |
| 10. | There are large words in slope design and slope deformation analysis with monitoring involved , on basis of geology of slopes at nos . 1 and 2 diversion tunnel inlets and actual project conditions of zipingpu project . interior and exterior factors and conditions causing deformation are obtained from analysis . special measures to control deformation are taken to ensure long - term stability , such as consolidation
本文以分析紫坪铺水利枢纽1 ~ # 、 2 ~ #导流隧洞进口边坡为主，根据导流隧洞进口的地质及具体的工程环境及条件，对工程中的高边坡设计所遇到的一些问题进行了分析和阐述；并采用了一定的监测手段，对施工过程中边坡产生的变形，进行了观测分析，通过综合分析，找出边坡变形的内在因素和外部条件，有针对性的采取工程处理措施。 |
